Hydraulic Partial Factors in Ultimate Limit State of Bridges against Foundation Scour Based on Inverse Reliability Analysis-Reference-Cited by-同舟云学术

Hydraulic Partial Factors in Ultimate Limit State of Bridges against Foundation Scour Based on Inverse Reliability Analysis

Published:2024-06 Issue:6 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ma Xiaolong¹,Xiong Wen²^ORCID,Shi Huiduo³,Cai C. S.⁴

Affiliation:

1. Postdoctoral Fellow, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China.

2. Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

3. Graduate Student, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China.

4. Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China; formerly, Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6746

Reference29 articles.

1. Fragility functions for highway RC bridge under various flood scenarios

2. AASHTO. 2012. LRFD bridge design specifications. Washington, DC: AASHTO.

3. BSI (British Standards Institute). 2002. Eurocode: Basis of structural design. London: BSI.

4. GB (Guobiao Standards). 2017. Code for design of subgrade and foundation of railway bridge and culvert. TB 10092. Beijing: China Railway Press.

5. Lifecycle multihazard framework for assessing flood scour and earthquake effects on bridge failure;Guo X.;ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng.,2016